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BHC Consultants LLC Amendment 1
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BHC Consultants LLC Amendment 1
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Entry Properties
Last modified
10/19/2016 10:48:46 AM
Creation date
10/19/2016 10:48:37 AM
Metadata
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Template:
Contracts
Contractor's Name
BHC Consultants LLC
Approval Date
10/4/2016
Council Approval Date
9/28/2016
Department
Public Works
Department Project Manager
David Voigt
Subject / Project Title
Sewer Regulator 4 and 39 modifications
Amendment/Change Order
Amendment
Amendment/Change Order Number
1
Total Compensation
$356,897.00
Contract Type
Agreement
Contract Subtype
Professional Services
Retention Period
6 Years Then Destroy
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August 26, 2016 <br /> HWA Project No. 2016-P101-21 <br /> BHC Consultants, LLC <br /> 1601 Fifth Avenue, Suite 500 <br /> Seattle, Washington 98101 <br /> Attention: Jim Gross, P.E. <br /> Subject: Geotechnical Engineering Services <br /> Snohomish River Overflow Structure R4 <br /> Everett,Washington <br /> Dear Jim: <br /> As requested, HWA GeoSciences Inc. (HWA) is pleased to present this scope of work to provide <br /> geotechnical engineering services for the design of modifications associated with the Snohomish <br /> River Overflow Structure R4 in Everett, Washington. <br /> PROJECT UNDERSTANDING <br /> It is our understanding that the City of Everett's (City) Snohomish River Overflow 4 (SR04) <br /> currently experiences more than the Department of Ecology's allowable average of one CSO per <br /> year. To reduce CSO occurrences, modifications to the R4 structure are proposed. R4 currently <br /> consists of a manhole with existing 42-inch and 30-inch inlet pipes, a 48-inch primary discharge <br /> pipe,and a leaping weir connecting to a 30-inch overflow pipe. Proposed modifications to the <br /> R4 system would be to replace this structure with a new vault that includes an inlet chamber for <br /> the 42-inch pipe, a primary 48-inch discharge pipe, and an adjustable flat plate style weir that <br /> discharges to the 30-inch overflow pipe. These modifications would result in the construction of <br /> four manholes that extend to depths ranging from 23 to 25 feet below ground surface. <br /> Additionally, a Weir structure would be constructed that would extend to approximately 25 feet <br /> below ground surface. Installation of these structures and the associated piping will require <br /> completion of deep excavation that will require vertical shoring. Several of the proposed <br /> structures will be located within WSDOT right of way. To complete the geotechnical portions of <br /> this work,HWA proposes the following scope of work. <br /> GEOTECHNICAL ENGINEERINGS SERVICES SCOPE <br /> Project Management <br /> This work will include the following subtasks. <br /> • Geotechnical Project Management: HWA will provide task management for the <br /> geotechnical aspects of the project. This will include preparing monthly invoices and <br />
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